{"created":"2023-06-19T09:50:54.570899+00:00","id":7868,"links":{},"metadata":{"_buckets":{"deposit":"ea7cfea2-36b0-47f7-856b-27e2475322ea"},"_deposit":{"created_by":3,"id":"7868","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"7868"},"status":"published"},"_oai":{"id":"oai:fukuyama-u.repo.nii.ac.jp:00007868","sets":["502:505:675:690"]},"author_link":["42336","42339","42337","42335","42334","42338"],"item_1_biblio_info_14":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1993","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"122","bibliographicPageStart":"111","bibliographicVolumeNumber":"15","bibliographic_titles":[{"bibliographic_title":"福山大学工学部紀要"}]}]},"item_1_creator_6":{"attribute_name":"著者名(日)","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"桑田, 裕次"}],"nameIdentifiers":[{"nameIdentifier":"42334","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"南, 宏一"}],"nameIdentifiers":[{"nameIdentifier":"42335","nameIdentifierScheme":"WEKO"}]}]},"item_1_description_1":{"attribute_name":"ページ属性","attribute_value_mlt":[{"subitem_description":"P(論文)","subitem_description_type":"Other"}]},"item_1_description_12":{"attribute_name":"抄録(英)","attribute_value_mlt":[{"subitem_description":"In this study,to investigate shear behavior and strength of reinforced concrete columns using high strength concrete of σ_B=600Kgf/cm^2, eight column specimens were tested, under combined stresses of anti- symmetric bending, shear and constant axial compression. The variables investigated were the quantity and yield stress of transverse reinforcements and the level of axial compression loading. As a result, load-displacement responce, failure modes and strength are. described. Diagonal tension cracking load using elastic theory, and ultimate shear strength obtained from plastic theory were compared against test results.","subitem_description_type":"Other"}]},"item_1_full_name_7":{"attribute_name":"著者名よみ","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"42336","nameIdentifierScheme":"WEKO"}],"names":[{"name":"クワダ, ヒロツグ"}]},{"nameIdentifiers":[{"nameIdentifier":"42337","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ミナミ, コウイチ"}]}]},"item_1_full_name_8":{"attribute_name":"著者名(英)","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"42338","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Kuwada, Hirotsugu","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"42339","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Minami, Koichi","nameLang":"en"}]}]},"item_1_source_id_13":{"attribute_name":"雑誌書誌ID","attribute_value_mlt":[{"subitem_source_identifier":"AN00217655","subitem_source_identifier_type":"NCID"}]},"item_1_text_9":{"attribute_name":"著者所属(日)","attribute_value_mlt":[{"subitem_text_value":"福山大学工学部建築学科"},{"subitem_text_value":"福山大学工学部建築学科"}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"1993-01-01"}],"displaytype":"detail","filename":"KJ00005781254.pdf","filesize":[{"value":"2.5 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"url":"https://fukuyama-u.repo.nii.ac.jp/record/7868/files/KJ00005781254.pdf"},"version_id":"ddc4b189-4589-47ce-aada-c3214c5d3dd1"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"High Strength Concrete","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Reinforced Concrete Column","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Shear Failure","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Diagonal Tension Cracking Strength","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Ultimate Shear Strengt","subitem_subject_language":"en","subitem_subject_scheme":"Other"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"jpn"}]},"item_resource_type":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"resourcetype":"departmental bulletin paper","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"600Kgf/cm^2級の高強度コンクリートを用いた鉄筋コンクリート柱のせん断破壊性状","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"600Kgf/cm^2級の高強度コンクリートを用いた鉄筋コンクリート柱のせん断破壊性状"},{"subitem_title":"Shear failure of R/C columns using high strength concrete of σ_B=600kgf/cm^2","subitem_title_language":"en"}]},"item_type_id":"1","owner":"3","path":["690"],"pubdate":{"attribute_name":"公開日","attribute_value":"1993-01-01"},"publish_date":"1993-01-01","publish_status":"0","recid":"7868","relation_version_is_last":true,"title":["600Kgf/cm^2級の高強度コンクリートを用いた鉄筋コンクリート柱のせん断破壊性状"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-06-19T10:35:17.976427+00:00"}